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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.0 LAccepted-Finance HIMACHAL PRADESH HP | L-1 | Accepted-Finance accepted | |
| 2 | L-2₹8.5 L+₹49,563.90 (6.17%)Rejected-Finance | L-2 | Rejected-Finance 2nd lowest |
Tender Value
₹7.3 L
EMD Value
₹14,500
Closing Date
28 May 2023, 6:00 pmClosed
EE HPPWD ROHRU
EE HPPWD ROHRU
SH C 0 R.Wall in PCC at RD 1.100 to 1.112.5
2023_PWD_73506_5
RD-CB-Teder/23-1596-1695 dated 04.05.23
Open Tender
Civil Works
Item Rate
60 days
Rohru
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹14,500
11 Aug 2023
20 May 2023
29 May 2023
20 May 2023
28 May 2023
20 May 2023
Amount
Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing and Laying concrete concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
Providing weephole in brick masonary/stone masonry ,plain/reinforcement cement concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slop of 1(V);20(H) towards drawing face complete as per drawing and technical specification clauses614,709,1204.3.7.
Providing and laying of of boulder apron laid in wire crastes with 4mm dia G.I wire conforing to IS 280 and Is 4826 in 100x100 mm mesh(woven diagonly )including 10 per cent extra for laps and joints laid with stone boulder wehing not less than 25kg each as per drawing and technical specification
Back filling behind abutment wing wall and return complete as per drawing and technical specificastion or as directed by the Engineer-In-Charge
VIRENDER NEGI
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